Abstract
A comparative study of selected bridge damage due to the Wenchuan, Northridge, Loma Prieta and San Fernando earthquakes is described in this paper. Typical ground motion effects considered include large ground fault displacement, liquefaction, landslide, and strong ground shaking. Issues related to falling spans, inadequate detailing for structural ductility and complex bridge configurations are discussed within the context of the recent seismic design codes of China and the US. A significant lesson learned from the Great Wenchuan earthquake, far beyond the opportunities to improve the seismic design provisions for bridges, is articulated.
| Original language | English |
|---|---|
| Pages (from-to) | 251-261 |
| Number of pages | 11 |
| Journal | Earthquake Engineering and Engineering Vibration |
| Volume | 8 |
| Issue number | 2 |
| DOIs | |
| State | Published - Jun 2009 |
Keywords
- Bridge damage
- Ground motion
- Landslide
- Liquefaction
- Loma Prieta earthquake
- Northridge earthquake
- San Fernando earthquake
- Wenchuan earthquake
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